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- W3098745360 abstract "Shrinkage induced crack pattern is a universal phenomenon, soil cracking due to drying shrinkage is not an exception. In geotechnical engineering, desiccation shrinkage induced cracking has a profound effect on the engineering properties of soils as it can considerably increase the hydraulic conductivity and decreases the shear strength of a soil. Thus, it poses a significant threat to the hydraulic and structural integrity of earthworks. This paper presents the application of the hybrid continuum-discrete element method to simulate soil desiccation shrinkage and cracking with a mix-mode cohesive fracture model. The applicability of the proposed approach is demonstrated through numerical simulation of laboratory and field desiccation tests. The simulation results have shown good agreements with the laboratory and field observations." @default.
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- W3098745360 date "2018-01-01" @default.
- W3098745360 modified "2023-10-17" @default.
- W3098745360 title "Modelling soil desiccation cracking using a hybrid continuum-discrete element method" @default.
- W3098745360 hasPublicationYear "2018" @default.
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